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ARCHIVED REPORTS_XR0006903- CASE 2
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PR0506426
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ARCHIVED REPORTS_XR0006903- CASE 2
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Last modified
7/27/2020 11:30:56 AM
Creation date
7/27/2020 9:45:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006903- CASE 2
RECORD_ID
PR0506426
PE
2950
FACILITY_ID
FA0007416
FACILITY_NAME
STEPHENS MARINE INC
STREET_NUMBER
345
Direction
N
STREET_NAME
YOSEMITE
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13526011
CURRENT_STATUS
01
SITE_LOCATION
345 N YOSEMITE ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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30 October 1996 <br /> AGE-NC Project No 96-0266 <br /> Page 2 of 4 <br /> 2 3 REGIONAL GROUND WATER ELEVATION <br /> The estimated depth to ground water at this property is approximately 20 to 30 feet below surface <br /> grade(bsg), based on information from Lines of Equal Depth of Water Wells, Fall 1995 published <br /> by the San Joaquin County Flood Control Distract and Water Conservation District However,the <br /> PHS-EHD records indicted that the lughest ground water elevation was observed in 1986 at 10 feet <br /> bsg The prevailing ground water flow in western Stockton flows generally to the west, whsle <br /> localized ground water flow may vary during winter/summer cycles <br /> 3.0. SCOPE OF WORK <br /> 3 1 PROBING AND SAMPLING <br /> A subsurface investigation at the site is necessary to determine the lateral and vertical extent of <br /> hydrocarbon-impacted soil and possible ground water Initially, AGE proposes to advance three soil <br /> probe borings at the site Probe borings will be advanced to depths of approximately 20 to 25 feet <br /> (below ground water), using direct push technology (DPT)" <br /> One probe boring will be advanced in the center of the former registered UST (removed in May <br /> 1986),two probe borings will be advanced in the area of the unregistered UST, in Building C All <br /> probe bonngs will be advanced using AGES Geoprobe 5400 probing unit equipped with 1 125-inch <br /> probe rods Proposed probe boring locations are illustrated in Figure 2 <br /> Soil samples will be collected at five-foot intervals using a Geoprobe sampler and four brass sleeves <br /> Upon sample retrieval, the second brass sleeve will be removed from the sampler The ends of the <br /> sleeve will be immediately covered with Teflon tape or aluminum sheets, capped and sealed with <br /> tape Each sample will be placed in a chilled container for transportation to a State-certified <br /> laboratory Each sample sleeve will be labeled with the following boring location, depth,time, date <br /> and sampler's initials <br /> Grab ground water samples will be collected from a the probe boring advanced within the registered <br /> UST using a Geoprobe water sampling assembly After collection,samples will be stored in a chilled <br /> container and transported to a State-certified laboratory <br /> 3 2 EQUIPMENT DECONTAMINATION <br /> All sampling tools and brass sleeves used for sample collection will be thoroughly rinsed with clean <br /> water after washing with a solution of Alconox All Geoprobe rods are cleaned prior to advancement <br />
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